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Elastoplastic constitutive equations of soils with the subloading surface and the rotational hardening
K. Hashiguchi
- Vol. 22, pp 197-227
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The article was published on 1998-01-01 and is currently open access. It has received 206 citations till now. The article focuses on the topics: Hardening (metallurgy) & Constitutive equation.read more
Citations
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UH model: three-dimensional unified hardening model for overconsolidated clays
Y.-P. Yao,W. Hou,Annan Zhou +2 more
TL;DR: Based on the relationship between the current yield surface and the reference yield surface, a new model, called the three-dimensional unified hardening model for overconsolidated clays (the UH model), is proposed in this paper.
Journal ArticleDOI
An elasto-plastic description of two distinct volume change mechanisms of soils
TL;DR: In this paper, the effects of decay of the soil structure, loss of overconsolidation and evolution of anisotropy are mutually discussed concerning their relationship with ongoing plastic deformation.
Journal ArticleDOI
Modelling of long-term ground response to tunnelling under St James's Park, London
TL;DR: In this paper, soil-fluid coupled three-dimensional finite element analyses were performed to simulate the mechanism of long-term ground response monitored at St James's Park, London, using an advanced critical state soil model, which can simulate the behaviour of London Clay in both drained and undrained conditions.
Journal ArticleDOI
Large post-liquefaction deformation of sand, part I: physical mechanism, constitutive description and numerical algorithm
Jian-Min Zhang,Gang Wang +1 more
TL;DR: In this paper, a theoretical framework for predicting the post-liquefaction deformation of saturated sand under undrained cyclic loading with emphasis on the mechanical laws, physical mechanism, constitutive model and numerical algorithm as well as practical applicability is presented.
Journal ArticleDOI
A theoretical framework for constructing elastic/plastic constitutive models of triaxial tests
I. F. Collins,Tamsyn A. Hilder +1 more
TL;DR: In this article, modern ideas of thermomechanics are used to develop families of models describing the elastic/plastic behaviour of cohesionless soils deforming under triaxial conditions.
References
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Journal ArticleDOI
A general theory of uniqueness and stability in elastic-plastic solids
TL;DR: A sufficient condition for uniqueness of the boundary-value problem set by given velocities on a part of the surface of a body and given nominal traction-rates on the remainder is established in this paper.
Journal ArticleDOI
On the description of anisotropic workhardening
TL;DR: In this paper, a model of workhardening is proposed which generalizes the known rules of isotropic and kinematic work-hardening by introducing the concept of a "Field of Workhardening moduli".
Journal ArticleDOI
A model of nonlinearly hardening materials for complex loading
Yannis F. Dafalias,Egor P. Popov +1 more
TL;DR: In this article, the authors introduced the concept of a bounding surface in the stress space which always encloses the loading surface, and a parameter defined by the relative position of the loading and the bounding surfaces, and the plastic work done during the most recent loading, determine the value of the plastic modulus.
Journal ArticleDOI
On a Class of Models for the Yielding Behavior of Continuous and Composite Systems
Journal ArticleDOI
On the Plastic and Viscoplastic Constitutive Equations—Part I: Rules Developed With Internal Variable Concept
TL;DR: Mise au point d'un modele mathematique de l'ecoulement plastique ou viscoplastique de laisse un alliage refractaire IN 100.
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Elastoplastic constitutive equation of soils with the subloading surface and the rotational hardening
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A model of nonlinearly hardening materials for complex loading
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